Strength reduction analysis for slope reinforced with one row of piles

被引：174
作者：
Wei, W. B. [1 ]
Cheng, Y. M. [1 ]
机构：
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
来源：
COMPUTERS AND GEOTECHNICS | 2009年 / 36卷 / 07期
关键词：
Pile; Strength reduction method; Slope stability; Factor of safety; Critical slip surface; STABILITY ANALYSIS; LIMIT EQUILIBRIUM; STABILIZATION; DESIGN;
D O I：
10.1016/j.compgeo.2009.05.004
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
In this paper, slope reinforced with one row of piles is considered. The critical slip surface is found to be divided into two parts when the pile spacing is small, and these two parts gradually get connected with the increase of pile spacing until a clear critical slip surface is formed. The critical slip surface of the piled slope is found to be usually shallower than the corresponding slope without pile, and this result is totally different from the previous results based on the maximum point of shear force where a very deep critical slip surface is obtained. The optimal pile position for slope reinforced with one row of piles is found to be located between the middle of the slope and the middle of the critical slip surface. An optimal design procedure for the pile spacing has also been suggested in the present paper, and the procedure will help to reduce the time required for a piled slope three-dimensional analysis. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码：1176 / 1185
页数：10
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